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4. All mixes designated with "11 S" shall be #11 crushed blast furnace slag. <br />5. All HMA Surface mixes shall have PG 64-22 asphalt binder. <br />6. All HMA Binder mixes shall be crushed limestone or crushed blast furnace slag, either #11 <br />or #8 or 9 as noted, with PG 64-22 asphalt binder, unless otherwise specified. <br />7. All HMA Base mixes shall be crushed limestone or crushed blast furnace slag, with PG 64- <br />22 asphalt binder, unless otherwise specified. <br />8. The requirements for CMA Patch AE-300P are as follows: <br />a. Asphalt binder shall be AE-300P or an approved equal with approval by Engineering. <br />b. Materials shall be produced with less than 1 % moisture <br />c. Binder content shall be 5.2% to 6.0% <br />d. Aggregate shall be 100% crushed limestone graded as follows: <br />Sieve Size <br />Percent Passing <br />1/2" <br />100% <br />3/8" <br />75-100% <br />No. 4 <br />20-80% <br />No. 8 <br />0-35% <br />No. 30 <br />0-4% <br />Loss by Decantation #200 <br />0-1.5% <br />9. The requirements for the High Performance Cold Patch are as follows: <br />Emulsion Specifications <br />Limit <br />ASTM <br />Flash Point (Tap Open Cup) <br />200OF Min <br />ASTM D-1310 <br />Kisematic Viscosity at 140°F <br />300-4000cst <br />ASTM D-2170 <br />Water <br />0.2% Max <br />ASTM D-96 <br />Aggregate Specification <br />Percent Passing <br />#89 <br />#9 <br />3/8" <br />90-100 <br />100 <br />No.4 <br />20-55 <br />85-100 <br />No.8 <br />5-30 <br />10-440 <br />No.16 <br />0-10 <br />0-10 <br />No.50 <br />0-5 <br />0-5 <br />11. The material shall be High Performance Cold patch or an approved equal. <br />Version 1/30/2020 Special Provisions - 8 <br />